P20 timber beam

2* incl. working load 1,5 kN/mNote: the table is provided for provisional dimensioning, and does not replace structural verifications.

4I = 4181cmy

2A = 101cm max. deflection in centre of field l/500

Determination of spans

ceilingdepth

totalload*

crossbeam spacing (m)

spacing between main beams (m)

spacing between main beams (m)

distance between supports (m)

1 2

1,5%